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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VILLAGE POUNTHAL P O SURINSAR TEHSIL AND DISTRICT JAMMU | JAMMU | JAMMU | JAMMU AND KASHMIR | Accepted-Technical Responsive Bidder |
| 2 | Accepted-Technical BAISHTY CHENANI UDHAMPUR J K | CHENANI | UDHAMPUR | JAMMU AND KASHMIR | Accepted-Technical Responsive Bidder |
| 3 | Rejected-Technical R O BOHDARDHAR TEHSIL BANIHAL DISTT RAMBAN | RAMBAN | JAMMU AND KASHMIR | 182143 | Rejected-Technical Completion Certificate Not attached Non Respossive Bidder |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
30 Oct 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
PMGSY Division Udhampur
PMGSY DIVISION UDHAMPUR- I UDHAMPUR
Permanent Restoration on road from Tandar to pakhalai JK14 301 Chenani to Sira JK14 504 Samroli to Upper Samroli JK14 269 Gujed to Chirdi JK14 276
2026_JKRRD_149883_4
e-nit 77 Permanent Restoration
Open Tender
Civil Works - Roads
Percentage
90 days
PMGSY Division cHENANI
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
₹2.3 L
2 Nov 2026
23 Oct 2026
31 Oct 2026
23 Oct 2026
30 Oct 2026
23 Oct 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Part A:- PERMANENT RESTORATION OF ROAD Chenani to Sira, PKG. NO- JK14-504, LENGTH: 13.250 KMs, BLOCK: CHENANI, DISTRICT: UDHAMPUR. Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:Ordinary Soil 70%, Ordinary Rock 20%, Hard Rock 10% | 249.24 | Cum | 398.1 | ₹99,222.44 |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 13.48 | Cum | 4,826.5 | ₹65,061.22 |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)@ 20% plum using Nallah stone size not over 160 mm thick (sprit nallah stones) | 63.2 | Cum | 4,774.46 | ₹3,01,745.87 |
| 4 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah | 77.61 | Cum | 5,402.9 | ₹4,19,319.07 |
| 5 | Providing and laying damp-proof Course/Coping 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 3.15 | Cum | 6,591.25 | ₹20,762.44 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth. (With Bond stones) Nallah | 24.77 | Cum | 3,262.1 | ₹80,802.22 |
| 7 | Dumping of Stone in Horizontal Level including cost of stone | 92.16 | Cum | 937.9 | ₹86,436.86 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | 105 | Sqm | 286.35 | ₹30,066.75 |
| 9 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS : 280 and IS : 4826 in 100mm x 100 mm mesh (woven Digonally ) including 10 per cent extra for laps and joints laids with stone boulders weighing not less than 25 Kg each as per drwaing and technical specification | 492.48 | Cum | 1,707.72 | ₹8,41,017.95 |
| 10Carriages of material by mechanical transport from source to the site of work including loading/unloading stacking of material all complete | |||||
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BOQ_236446.xls
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